1) The attached sheets describe both the order and the content of standard items to be used in documents for CDR Contracts. The list is not extensive and compilers should include other items as necessary following the logic and the nomenclature of the standard sheets.

2) Where a Contract has two similar items that are to be separately measured these should be allocated numbers in an additional subset as shown in the Example sheet (e.g. for removal of pavement by milling) .

3) The Consultant shall include a Measurement and Payment Reference linked to his Contract Specification.

Project Name

Company Name Volume 3: Bill of Quantities 2

EXAMPLE

BILL NO. 2 - EARTHWORKS

Item Description Unit Quantity Amount (USD)

2.1 CLEARING AND GRUBBING

2.1.1 2.01.3 Clearing and grubbing 2,299

Unit Rate in Letters…………………………………

2.2 REMOVAL OF OBSTRUCTIONS & UTILITIES

2.2.1.1 2.02.4 A Demolition and Removal of Building, Reference B1 334

Unit Rate in Letters…………………………………

2.2.1.2 2.02.4 A Demolition and Removal of Building, Reference B2 126

Unit Rate in Letters…………………………………

2.2.4 2.02.4 F Removal of existing wells up to 10 metres in depth No. 2

Unit Rate in Letters…………………………………

2.2.6 2.02.4 H1 Sum1000.00

2.2.9.1 2.02.4 H3 Realignment of existing overhead telephone cables m 3,000

Unit Rate in Letters…………………………………

2.2.9.2 2.02.4 H3 Removal of existing underground telephone cables m 3,000

Unit Rate in Letters…………………………………

2.2.12.1 2.02.4 H3 Removal of existing lighting columns 8 m high No 12

Unit Rate in Letters…………………………………

2.2.12.2 2.02.4 H3 No 14

Unit Rate in Letters…………………………………

2.2.16 2.02.4 M Adjustment of manhole cover levels No 33

Unit Rate in Letters…………………………………

2.3 HIGHWAY EXCAVATION

2.3.1 2.03.3 Unclassified Excavation 234,000

Unit Rate in Letters…………………………………

TOTAL CARRIED TO COLLECTION

Measurement & Payment Ref

Unit Price (USD)

m2

m2

m2

Allow the Provisional Sum of $1000 for water supply diversion works by Baabdat Municipality

Removal of existing lighting columns 14m high

m3

Project Name

Company Name Volume 3: Bill of Quantities 3

Item Description Unit Quantity Amount (USD)Measurement & Payment Ref

Unit Price (USD)

2.4 BORROW EXCAVATION

2.4.1 2.04.4 Borrow Excavation 25,000

Unit Rate in Letters…………………………………

2.8 REINFORCED SOIL STRUCTURES

2.8.1.1 2.08.6 Reinforced soil wall height < 2m m 55

Unit Rate in Letters…………………………………

2.8.1.2 2.08.6 Reinforced soil wall 2m<Height< 3 m m 33

Unit Rate in Letters…………………………………

2.8.1.2 2.08.6 Reinforced soil wall 3 m<Height< 4 m m 18

Unit Rate in Letters…………………………………

TOTAL CARRIED TO COLLECTION

COLLECTION

Total from Page 1

Total from Page 2

TOTAL FOR SECTION 2: EARTHWORKS CARRIED FORWARD TO SUMMARY

m3

TABLE OF CONTENTS

REFERENCE DIVISION - SECTION TITLE

PREAMBLES

BILL No. 1

BILL No. 2

BILL No. 3

BILL No. 4

BILL No. 5

BILL No. 6

BILL No. 7

BILL No. 8

BILL No. 9

GENERAL REQUIREMENTS

EARTHWORKS

GRANULAR SUB BASE AND BASE COURSES

BITUMINOUS CONSTRUCTION

CONCRETE, STEEL AND STRUCTURES

INCIDENTAL CONSTRUCTION

STREET LIGHTING, TELECOMMUNICATION AND ELECTRICAL WORKS

DRAINAGE, SEWER AND WATER SUPPLY NETWORKS

LANDSCAPING,PLANTING AND IRRIGATION WORKS

DAYWORKS

GENERAL PREAMBLES

1 INTRODUCTION

1.01 The rules contained in this Preamble apply equally to both proposed and executed works.

1.02

1.03

1.04Unless the term metre, used in this Preamble, is proceeded by the words square or cubic it is deemed to be linear.

1.05

2 QUANTITIES

2.01

2.02

2.03

2.04

2.05

3 DESCRIPTIONS

3.01

3.02

3.03 Dimensions given in descriptions are in millimetres unless otherwise indicated.

3.04

labour and all costs in construction therewith,

materials, products, goods and all costs in connection therewith,

Contractor's equipment, including but not limited to construction plant, scaffolding, tools, vehicles and the like and all costs in connection therewith,

assembling, fitting and fixing materials, products and goods in position,

The Bills of Quantities are to be read and construed in association with the Drawings, the Specification and this Preamble. Information which is given on the Drawings and/ or in the Specification is identified by cross references included in the descriptions of work in the Bill of Quantities.

Where work cannot be fully described or where the quantity of work required cannot be accurately determined, it is given as an item or a Provisional Sum.

The rates inserted by the Tenderer in the Bill of Quantities shall be in words and figures. In the case of discrepancy between the two, the rates written in words shall govern.

Quantities set out in the Bills of Quantities are the estimated quantities and they shall not be taken as the actual and correct quantities for ordering and purchasing of materials

Works shall be measured net as fixed in position in accordance with the rules contained in this preamble or except where otherwise stated in a measurement rule applicable to the work.

Dimensions used in calculating quantities are taken to the nearest 10 mm (i.e. 5mm and over is regarded as 10 mm and less than 5 mm is disregarded).

Quantities measured in tonnes are given to two places of decimals. Quantities measured in other units of mass are given to the nearest whole unit except that any quantity less than one unit is given as one unit.

Unless otherwise stated, where minimum deductions for voids are dealt with in this Preamble they refer only to openings which are within the boundaries of measured areas. Openings which are at the boundaries of measured areas are always deducted irrespective of size.

Headings to groups of items in the Bill of Quantities are to be read as part of the descriptions of the items to which the headings apply.

Dimensions are stated in descriptions generally in the sequence, length, width, height. Where ambiguity could arise, the dimensions are identified.

Unless otherwise specifically stated in the Bill of Quantities or herein, the following are deemed to be included in all work:

any method of fixing, fixing to any nature of base or background including preparation and providing fixing materials,

breaking down for transport and installation and subsequent reassembly of composite items manufactured off site,

waste of materials,

square, raking and curved cutting,

work at any location or height,

work in small, isolated quantities,

protection of all work,

protection of all existing structures, utilities, site improvements, trees and vegetation, features, pavements and other facilities on and adjacent to the site, which are to remain upon completion of the work,

all other enabling tasks associated and subsidiary components and items of work which are indicated or reasonably inferred from the Drawings and/ or Specification and necessary to perform and complete the work described,

establishment and overhead charges and profit.

3.05

site administration and security,

insurances,

bonds and guarantees,

water for the Works,

lighting and power for the Works,

temporary accommodation for the use of the Contractor and the Engineer,

temporary telephones and the cost of calls for the use of the Contractor and the Engineer,

temporary roads, hardstandings, crossings and the like,

temporary fencing, hoardings, screens, fans, footways, guardrails, gantries and the like,

giving notices and making applications, including the payment of fees and charges in connection therewith,

safety, health and welfare of workpeople,

compliance with traffic regulations

maintenance of public and private roads, services and adjoining property,

control of noise and pollution, prevention of fire and compliance with all other statutory and general obligations,

removing rubbish, protective casings and coverings and cleaning the Works on completion,

Except where items are included in the Bill of Quantities and are priced separately by the Contractor therein, provision of the following are deemed to be included with all work:

drying the Works,

testing and commissioning of service installations including the provision of fuel,

samples of materials and testing of materials including providing equipment for testing,

design, co- ordination, installation and as- built record drawings and the like,

preparation and submittal of reports, records, certificates, notices, proposals, designs, details, calculations and other information and data required by the Specification,

allow in unit rates for all other requirements, services, provisions, liabilities and obligations contained in the General Requirements and Conditions of Contract.

3.06

4 SYMBOLS, ABBREVIATIONS AND DEFINITIONS

4.01 The following symbols and abbreviations are used in this Preamble and in the Bills of Quantities:

LS = Lump Sum m = linear metre

cm = centimetre mm = millimetre Nr = number kg = kilogramme T = tonne % = percentage Ø = nominal diameter Qty = quantity Drg = drawing Mpa = Mega Pascal

4.02 The following definitions apply to all work:

'horizontal' means level or sloping work not exceeding 15 degrees from the horizontal

'sloping' means sloping work exceeding 15 degrees but not exceeding 80 degrees to the horizontal,

'vertical' means work exceeding 80 degrees from the horizontal,

'curved' means curved in any direction or in more than one direction and to any radius or radii and includes curved work to domes, vaults and the like.

4.03

5 PRICE ADJUSTMENT FORMULAE: APPLICABLE ITEMS

5.01

Consultant to insert schedule of Bill Items and applicable Price Adjustment formulae

Maintaining, adapting, clearing away and making good are deemed to be included with the items for temporary works.

m2 = square metre m3 = cubic metre

The term 'extra over' means that work so described involves extra cost over the basic work in which it occurs. No deduction of the quantity of basic work is made for the extra over work.

The Bill of Quantity Items listed below are subjected to Price Adjustment in accordance with Clause 70.1 of the Conditions of Contract in the proportions of each formula as stated hereunder.

(PROJECT)

Page 8 of 28

BILL NO. 1 - GENERAL REQUIREMENTS

Item Description Unit

1.1 GENERAL REQUIREMENTS

1.1.1 LS

1.1.2 Bonds and insurances LS

1.1.3 As - built drawings LS

1.1.4 Setting out LS

Compilation Notes

1) Cost of RE's facilities to be provided under the Contract are deemed to be inclusive in the Contract Price

2)

Measurement and Payment

Ref

Contractor's mobilisation and temporary works1

1Payment to be spread over the Contract Period, in proportion to the percentage of the value of work completed

(PROJECT)

Page 9 of 28

BILL NO. 2 - EARTHWORKS

Item Description Unit

2.1 CLEARING AND GRUBBING

2.1.1 2.01.3 Clearing and grubbing

2.2 REMOVAL OF OBSTRUCTIONS & UTILITIES

2.2.1 2.02.4 A

2.2.2 2.02.4 BNo

2.2.3 2.02.4 Bm

2.2.4 2.02.4 FNo.

2.2.5 2.02.4 G No.

2.2.6 2.02.4 H1 Sum

2.2.7 2.02.4 H2 m

2.2.8 2.02.4 H3 No

2.2.9 2.02.4 H3 m

2.2.10 2.02.4 H3 No

2.2.11 2.02.4 H4 m

2.2.12 2.02.4 H3 No

2.2.13 2.02.4 I No

2.2.14 2.02.4 J m

2.2.15 2.02.4 L Lifting and removal of railway track m

Measurement & Payment Ref

m2

Demolition and removal of building (State size, type or reference) m2

Demolition and removal of existing structure (State type and or reference)

Relocation or Removal of existing fences and walls (State type and height)

Removal of existing wells (State depth)

Removal of existing trees of girth (state dimension)

Allow the Provisional Sum of (State Amount) for (State utility and nature of work)

(Realignment/Removal) of existing (overhead/ underground) power distribution cables

(Relocation /Removal) of existing power distribution poles/pole mounted transformers

(Realignment/Removal) of existing (overhead/ underground) telephone cables

(Relocation /Removal) of existing telephone poles

Realignment of existing (water/sewer/stormwater) pipes of (state size)

(Relocation/ Removal) of existing lighting columns (state height)

(Relocation/ Removal) of existing (sign/ billboard/ pole/ road stud)(state type, size etc)

Demolition and removal of (state type and height) barriers

(PROJECT)

Page 10 of 28

Item Description UnitMeasurement & Payment Ref

2.2.16 2.02.4 M Adjustment of manhole cover levels No

2.2.17 2.02.4 N m

2.3 HIGHWAY EXCAVATION

2.3.1 2.03.3 Unclassified excavation

2.3.2 2.03.3 D

2.4 BORROW EXCAVATION

2.4.1 2.04.4 Borrow excavation

2.8 REINFORCED SOIL STRUCTURES

2.8.1.1 2.08.6 Reinforced soil wall height < 2m m

2.8.1.2 2.08.6 m

2.8.2.1 2.08.6 m

2.8.2.2 2.08.6 m

2.9 STRUCTURAL EXCAVATION AND BACKFILL

2.9.1 2.09.4 Unclassified structural excavation

2.9.2 2.09.4

2.9.3 2.09.4 Fill material for reinforced soil retaining walls

Cleaning of (open/ covered ) (culvert/drain)(state size)

m3

Excavation of artificial landfill, garbage and waste dumps (state loction) m3

m3

Reinforced soil wall (x) m<Height< (x+1) m

Anchored Earth wall (state type) height < 2m

Anchored Earth wall (state type) (x) m<Height< (x+1) m

m3

Permeable backing to structures (class and thickness) m3

m3

(PROJECT)

Page 11 of 28

BILL NO. 3 - GRANULAR SUB BASE AND BASE COURSES

Item Description Unit

3.2 GRANULAR SUB - BASE3.2.1 3.02.083.2.2 3.02.08 Granular subbase course in temporary diversions

3.3 AGGREGATE BASE COURSE3.3.1 3.03.073.3.2 3.03.07 Aggregate base course in temporary diversions

Measurement & Payment Ref

Granular subbase course Class (state class) m3

m3

Aggregate base course (state Class) m3

m3

CDR STANDARD BILL OF QUANTITIES (PROJECT)

Page 12 of 28

BILL NO. 4 - BITUMINOUS CONSTRUCTION

Item Description Unit

4.2 PRIME AND TACK COATS4.2.1 4.02.6 Bituminous prime coat4.2.2 4.02.6 Bituminous tack coat4.2.3 4.02.6 Bituminous prime coat in temporary diversions

4.4 BITUMINOUS BASE COURSE4.4.1 4.04.12 Bituminous base course4.4.2 4.04.12 Bituminous base course in temporary diversions

4.5 BITUMINOUS WEARING COURSE4.5.1 4.05.12 Bituminous wearing course4.5.2 4.05.12 Bituminous wearing course including basalt aggregate4.5.3 4.05.12 Bituminous wearing course in temporary diversions

4.6

4.6.1 4.06.8 Single bituminous surface dressing4.6.2 4.06.8 Double bituminous surface dressing4.6.3 4.06.8 Bituminous slurry seal coat

4.7 BITUMINOUS LEVELLING COURSES4.7.1 4.07.11 Bituminous Base Course for Levelling and Patching4.7.2 4.07.11 Bituminous Wearing Course for Levelling and Patching

4.8

4.8.1 4.08.114.8.2 4.08.11

4.9 ROAD PLANING AND GRINDING4.9.1 4.09.054.9.2 4.09.05

4.10 IN-SITU BITUMINOUS KERB4.10.1 4.10.4 m

Measurement and Payment

Ref

m2

m2

m2

m3

m3

m3

m3

m3

BITUMINOUS SEAL COATS AND SURFACE DRESSINGS

m2

m2

m2

m3

m3

PAVEMENT REPAIRS TRENCH EXCAVATION AND REINSTATEMENT WORKS

Existing pavement repairs up to (state depth) in depth m2

Trench reinstatement up to (state depth) in depth m2

Planing to (state depth) existing asphalt surface m2

Grinding to (state depth) existing concrete surface m2

In-situ bituminous kerb (state dimensions)

(PROJECT)

Page 13 of 28

BILL NO. 5 - STRUCTURES AND CONCRETE WORKS

Item Description Unit

5.1 CONCRETE

5.01.1 5.01.8

5.3 STEEL REINFORCEMENT

5.3.1 5.03.4 Mild steel bar reinforcement T5.3.2 5.03.4 High tensile steel bar reinforcement T5.3.3 5.03.4 Fabric wire mesh reinforcement T5.3.4 5.03.4 Fabric bar mesh reinforcement T

5.5 CONCRETE PAVEMENT

5.5.1 5.05.14

5.5.2 5.05.14

5.5.3 5.05.14

5.7 PRESTRESSED CONCRETE CONSTRUCTION

5.7.1 5.07.8 T5.7.2 5.07.8 T5.7.3 5.07.8 T

5.8 DIAPHRAGM WALLING

5.8.1 5.08.8 Guide walls m5.8.2 5.08.8 Load Tests No5.8.3 5.08.8 Integrity Tests (Sonic Tests) No

5.10 SHEET PILING

5.10.1 5.10.5

5.13 CONCRETE PIPE CULVERTS

5.13.1 5.13.4

5.15

Measurement and Payment

Ref

Concrete (Specify type, class and finish) m3

Unreinforced concrete pavement (state thickness) m2

Jointed reinforced concrete pavement (JRCP) (state thickness) m2

Continuously reinforced concrete pavement (CRCP) (state thickness) m2

Prestressing wires (state size and type)Prestressing strands (state size and type)Prestressing bars (state size and type)

Steel Sheet Piling (each type and size) m2

Pipe culvert (each type and size) m2

WATERPROOFING AND PAINTING FOR STRUCTURES

(PROJECT)

Page 14 of 28

Item Description UnitMeasurement and Payment

Ref

5.15.1 5.15.65.15.2 5.15.6

5.15.3 5.15.6

5.16

5.16.1 5.16.4 T5.16.2 5.16.45.16.3 5.16.4 No

Tar or bituminous paint (State type, number of coats) m2

Waterproofing Membrane (State type, thickness) m2

Epoxy coating to internal surfaces of concrete (State type, thickness) m2

STRUCTURAL STEELWORK AND METAL COMPONENTS

Structural steel (state grade and purpose)Other metal work (cross reference to drawings)Pedestrian Footbridge (each type)

(PROJECT)

Page 15 of 28

Item Description UnitMeasurement and Payment

Ref

5.18 BRIDGE EXPANSION JOINTS

5.18.1 5.18.5 m

5.18.2 5.18.5 m

5.18.3 5.18.5 m

5.18.4 5.18.5 m

5.18.5 5.18.5 m

5.19 BRIDGE BEARINGS

5.19.1 5.19.8 No.5.19.2 5.19.8 No.5.19.3 5.19.8 m

5.20 BRIDGE PARAPETS AND RAILINGS

5.20.1 5.20.4 m5.20.2 5.20.4 m5.20.3 5.20.4 m5.20.4 5.20.4 m5.20.5 5.20.4 m5.20.6 5.20.4 m

5.22 DRAINAGE AND UTILITY STRUCTURES

5.22.1 5.22.4 No.5.22.2 5.22.4 No.5.22.3 5.22.4 m5.22.4 5.22.4 m5.22.5 5.22.4 m5.22.6 5.22.4 m

5.23 CONCRETE PILING

5.23.1 5.23.5 m5.23.2 5.23.5 Preliminary Pile Load Tests No5.23.3 5.23.5 Working Pile Load Tests No5.23.4 5.23.5 Integrity Tests No

5.24

Buried expansion joint (state movement range)Elastomeric (waterproof) expansion joint (state movement range)Modular expansion joint with neoprene insert (state movement range)Metal finger expansion joint with neoprene insert (state thickness and movement range)Metal finger expansion joint with no insert (state movement range)

Steel bearings (state type and capacity)Elastomeric bearings (state type and capacity)Bearing strip (state type and capacity)

Concrete bridge parapet (state type)Galvanised steel bridge parapet (state type)Aluminium bridge parapet (state type)Steel pedestrian railings (state type)Aluminium pedestrian railings (state type)Noise Barrier (state type)

Gully, grate and frames (state type)Channel grate and frames (state type)Iron pipes (state type and diameter)Steel pipes (state type and diameter)uPVC pipes (state type and diameter)PVC pipes (state type and diameter)

Concrete Piling (each type and size)

INSPECTION, MAINTENANCE AND REPAIR OF STRUCTURES

(PROJECT)

Page 16 of 28

Item Description UnitMeasurement and Payment

Ref

5.24.1 5.24.5 Sum5.24.2 5.24.5 Sum

Load test (per structure)Core test (per structure)

(PROJECT)

Page 17 of 28

BILL NO. 6 - INCIDENTAL CONSTRUCTION

Item Description Unit

6.1

6.1.1 6.01.4 m6.1.2 6.01.4 m6.1.3 6.01.4 m6.1.4 6.01.46.1.4 6.01.4

6.2 PLASTERWORK AND TILING

6.2.1 6.02.4 Wall plastering6.2.2 6.02.46.2.3 6.02.4

6.3

6.3.1 6.03.046.3.2 6.03.04 m6.3.3 6.03.04 m6.3.4 6.03.04 m

6.4 PIPE UNDERDRAINS

6.4.1 6.04.4 m6.4.2 6.04.4 m

6.5 SLOPE PROTECTION

6.5.1 6.05.4 A6.5.2 6.05.4 A6.5.3 6.05.4 A6.5.4 6.05.4 B Sacked concrete revetment6.5.5 6.05.4 A6.5.6 6.05.4 C6.5.7 6.05.4 D6.5.8 6.05.4 E6.5.9 6.05.4 E

6.5.10 6.05.4 A

6.7 TEMPORARY TRAFFIC SAFETY DEVICES

6.7.1 6.07.5 Supply, install, maintain and dismantle temporary single post signs. No.

Measurement and Payment

Ref

CONCRETE KERBS, GUTTERS, SIDEWALKS AND PAVED MEDIANS

Precast concrete kerb (state type)Precast concrete edge kerb (state type)In -situ concrete edge kerb (state type)Precast concrete tiling (state type) m2

In -situ concrete paving (state thickness) m2

m2

Ceramic Wall Tiling (state thickness, type, pattern, colour) m2

Concrete Floor Tiling (state thickness, type, pattern, colour) m2

DITCH LININGS, ENERGY DISSIPATORS AND SLOPE DRAINS

Ditch Lining (each type and thickness) m2

Drainage Chutes (each type)Embankment Slope Drains (each type)Cut Slope Drains (each type)

Perforated Pipe Underdrains (specify type, size)Non-Perforated Pipe Underdrains (specify type, size)

Loose riprap (state nominal thickness) m2

Grouted riprap (state nominal thickness) m2

Wire fabric enclosed riprap (state nominal thickness) m2

m3

Reinforced concrete slope protection (state thickness) m2

Gabions (state type) m3

Paving tile slope protection (state thickness) m2

Wire mesh slope protection (state type and mesh thickness) m2

Geotextile membrane (state type) for (state purpose) m2

Filter Material (State Class) in layers (x) mm thick (State location) m2

(PROJECT)

Page 18 of 28

6.7.2 6.07.5 Reinstall, maintain and dismantle temporary single post signs. No.

6.7.3 6.07.5 Supply, install, maintain and dismantle temporary two post signs. No.

6.7.4 6.07.5 ReInstall, maintain and dismantle temporary two post signs. No.

6.7.5 6.07.5 No.

6.7.6 6.07.5 No.

6.7.7 6.07.5 No.

6.7.8 6.07.5 No.

6.7.9 6.07.5 No.

6.7.10 6.07.5 No.

6.7.11 6.07.5 No.

6.7.12 6.07.5

6.8 HIGHWAY SIGNING

Supply, install, maintain and dismantle temporary traffic barriers (state type and size)Reinstall, maintain and dismantle temporary traffic barriers (state type and size)Supply, apply, maintain and remove ceramic road studs (state type and purpose).Supply, install, maintain and dismantle flashing arrow warning signs including power supplyReinstall,maintain and dismantle flashing arrow warning signs including power supplySupply, install, maintain and dismantle warning lamps (state type) including power supply and replacement bulbsReinstall, maintain and dismantle warning lamps (state type) including power supply and replacement bulbsSupply, apply, maintain and remove temporary traffic markings (state type and size). m2

(PROJECT)1

Page 19 of 28

Item Description Unit

7.01 STREET LIGHTING: GENERAL REQUIREMENTS

7.1.1 7.01.5 B Power supply connections Item7.1.2 7.01.5 C Dismantling and removal of existing street lighting columns No.7.1.3 7.01.5 Relocation of existing street lighting columns No.7.1.4 7.01.5 D Relocation of existing LV cables m7.1.5 7.01.5 D Relocation of existing MV cables m7.1.6 7.01.5 No.7.1.7 7.01.5 Rehabilitation of existing street lighting column No.7.1.8 7.01.57.1.9 7.01.5 No.

7.1.10 7.01.5 E Support for the existing telephone network Item

7.02 SUBSTATIONS AND TRANSFORMERS

7.2.1 7.02.4 No.

7.2.2 7.02.4 No.

7.03 STREET LIGHTING: FEEDER PILLARS

7.3.1 7.03.4 No.

7.3.2 7.03.4 No7.3.3 7.03.4 No

7.3.4 7.03.4 No

7.04 STREET LIGHTING: CABLES

7.4.1 7.04.4 m7.4.2 7.04.4 Pilot Cable m7.4.3 7.04.4 Oil-filled Junction Box for High Voltage Cable No

7.4.4 7.04.4 m

7.4.5 7.04.4 m

7.06 STREET LIGHTING: INSTALLATION

7.6.1 7.06.4 A No.

7.6.2 7.06.4 B No.

7.6.3 7.06.4 C No.7.6.4 7.06.4 D No.7.6.5 7.06.4 D No.

BILL NO. 7 - STREET LIGHTING, TELECOMMUNICATION AND ELECTRICAL WORKS

Measurement & Payment Ref

Dismantling and removal of (wall/ pole mounted) luminaires

Rehabilitation of existing (wall/ceiling) mounted luminairesReplacement of luminaires on existing (wall/ ceiling/ pole) mounting

Substation (State type and size)Outdoor Transformer Mounted on Pole (State pole type and transformer rating)

Feeder Pillar (including photocell control unit) (specify type or reference)Lighting Control Panel (specify type or reference)Rehabilitation of existing feeder pillar (specify type or reference)Rehabilitation of existing lighting control panel (specify type or reference)

High Voltage Cable (specify type, size and number in bundle)

Medium Voltage Cable (specify type, size and number in bundle)

Low Voltage Cable (specify type, size and number in bundle)

Lighting columns (specify type, height, number of brackets and type/ intensity of luminaires)

Wall mounted luminaires (specify bracket type, length and luminaire intensity)

Street Lighting Luminaires (specify type/ intensity)Underbridge Luminaires (specify type and intensity of luminaires)Underpass Luminaires (specify type and intensity of luminaires)

(PROJECT)1

Page 20 of 28

Item Description UnitMeasurement & Payment Ref

7.6.6 7.06.4 E No.7.6.7 7.06.4 E No.

7.07

7.7.1 7.07.4 No.7.7.2 7.07.4 No.

7.08

7.8.1 7.08.4 m7.8.2 7.08.4 m7.8.3 7.08.4 m7.8.4 7.08.4 m

7.09 SIGN ILLUMINATION

7.9.1 7.09.4 No.7.9.2 7.09.4 No.

7.10 EARTHING SYSTEM

7.10.1 7.10.4 No.7.10.2 7.10.4 No.7.10.3 7.10.4 Item7.10.4 7.10.4 Mechanical room earthing Item

7.11 TRAFFIC SIGNALS

7.11.1 7.11.6 Set

7.12 BUILDER'S WORK

7.12.1 7.12.4 A m7.12.2 7.12.4 B No.7.12.3 7.12.4 C No.7.12.4 7.12.4 D m7.12.5 7.12.4 E No.

7.15 TELECOMMUNICATIONS WORK

7.15.1 7.15.10 m7.15.2 7.15.10 No.7.15.3 7.15.10 No.7.15.4 7.15.10 No.

7.15.5 7.15.10 m

Floodlight (specify fitting, type and intensity of luminaires)Interior Lighting Units (specify fitting, type and intensity of lamps)

WIRING DEVICES AND MISCELLANEOUS EQUIPMENT

Switch (state type)Socket outlet (state type)

CONDUITS, WIREWAYS, SUPPORTING SYSTEMS AND RELATED ACCESSORIES

Conduits (state size and type)Cable Trunking (state purpose and type)Cable Trays (state size and type)Support System (state purpose and type)

Floodlight installation for sign illumination (specify type)Floodlight installation for illuminated gantry sign (specify type)

Feeder pillar earthing (state type)Column earthing pit (state type)Earthing of electrical installations (state type)

Traffic signal installation (specify type)

PVC Duct (Specify location and size)Foundations and Bases (Specify type & size)Cable Drawpits (Specify type)Trench (Specify type and depth)Hot Dip Galvanized Pull Box (Specify type & size)

PVC duct (specify type)Telephone handhole (specify type)Telephone manhole (specify type)Supply and Install New Telephone pole (specify type)Supply and Install New Multipair Telephone Cables (in ducts/ on poles) (specify type)

(PROJECT)

Page 21 of 28

BILL NO. 8 - DRAINAGE, SEWER AND WATER SUPPLY NETWORKS

Item Description Unit

8.02 PIPES AND APPURTENANCES

8.2.1 8.02.4 B m8.2.2 8.02.4 B m8.2.3 8.02.4 B m8.2.4 8.02.4 B m8.2.5 8.02.4 B m

8.2.6 8.02.4 B m

8.2.7 8.02.4 B m

8.2.8 8.02.4 C Water service connection No8.2.9 8.02.4 C Sewer service connection No

8.03 VALVES AND ACCESSORIES

8.3.1 8.03.4 A No8.3.2 8.03.4 A No8.3.3 8.03.4 B No8.3.4 8.03.4 B No8.3.5 8.03.4 C No8.3.6 8.03.4 D No8.3.7 8.03.4 D No8.3.8 8.03.4 D m8.3.9 8.03.4 D Spares for Irrigation System Item

8.04 CONCRETE ENCASEMENT FOR PIPES

8.4.1 8.04.4 Concrete Encasement for Pipes

8.05 MANHOLES, CHAMBERS AND GULLIES

8.5.1 8.05.5 A No8.5.2 8.05.5 A No8.5.3 8.05.5 B m8.5.4 8.05.5 A No8.5.5 8.05.5 A No

Measurement and Payment

Ref

Concrete Pipes (specify purpose and size)Ductile Iron Pipes (specify purpose and size)UPVC Pipes (specify purpose and size)Steel Pipes (specify purpose and size)GRP Pipes (specify purpose and size)Realignment of Water Supply Pipes (specify type & size)

Realignment of Sewer Pipes (specify type and size)

Valves (state type & size)Taps for Hose Connection (state type & size)Sluice Gates (state type & size)Penstocks (state type & size)Fire Hydrants (state type & size)Irrigation Program Controllers (state type & size)Irrigators (state type & size)Drip Emitter (state type & size)

m3

Stormwater Manholes (Specify size and depth)Road Gullies (Specify size and depth)Interceptors (Specify size and depth)Kerb Inlets (Specify size and depth)Catch basins (Specify size and depth)

(PROJECT)

Page 22 of 28

Item Description UnitMeasurement and Payment

Ref

8.5.6 8.05.5 A No8.5.7 8.05.5 A No8.5.8 8.05.5 A No8.5.9 8.05.5 A No

8.5.10 8.05.5 A No8.5.11 8.05.5 A No8.5.12 8.05.5 B m8.5.13 8.05.5 A No

Inspection Chambers (Specify size and depth)Access shafts (Specify size and depth)Valve Chambers (Specify type, size and depth)Catchpit (Specify type, size and depth)Ditch Inlet (Specify type, size and depth)Ditch Outlet (Specify type, size and depth)Channel Grating (Specify type and size)Drop Inlet (Specify type, size and depth)

(PROJECT)

Page 23 of 28

BILL NO. 9 - LANDSCAPING PLANTING AND IRRIGATION WORKS

Item Description Unit

9.1 PLANTING WORKS

9.1.1 9.01.5 A No.9.1.2 9.01.5 C Stone mulch9.1.3 9.01.5 B No.9.1.4 9.01.5 B No.9.1.5 9.01.5 B No.9.1.6 9.01.5 B No.9.1.7 9.01.5 B No.9.1.8 9.01.5 B No.9.1.9 9.01.5 No.

9.1.10 9.01.5 Metal tree guards No.9.1.11 9.01.5 F Supply and place agricultural soil9.1.12 9.01.5 G9.1.13 9.01.5 G Grass turfing (each type)9.1.14 9.01.5 D kg

Measurement and Payment

Ref

Transplanting of existing trees or palms (state type)m3

Trees (each type) Palms (each type)Shrubs (each type) Ground cover (state details including botanical name, size ( each type)Succulents (each type) Climbing plants (each type) Precast concrete tree grates (each type)

m3

Grass seeding (each type) m2

m3

Fertilizers (each type, purpose and application rate)

(PROJECT)

Page 24 of 28

BILL NO. 10 - CONTRACT SPECICIFIC WORKS

Item Description Unit

10.1

10.1.110.1.210.1.310.1.4

Measurement and Payment

Ref

(PROJECT)

Page 25 of 28

SCHEDULE OF DAYWORKS

Item Description Unit

SCHEDULE OF DAYWORK RATES

GENERAL

LABOUR

L1 Electricians HourL2 Labourers HourL3 Bar benders HourL4 Concreters HourL5 Carpenters HourL6 Masons HourL7 Drivers HourL8 Plant Operators HourL9 Fitter/mechanics Hour

L10 Gangers (in charge of labourers) HourL11 Foremen HourL12 Watchmen HourL13 Welders Hour

PLANT

Measurement & Payment Ref

Amounts paid for work executed on a daywork basis will be based upon the time that labour and plant are employed on the site for the daywork item. Payments for travelling time, standing time and idle time will not be allowed. Rates apply only to works classified by the (Project Manager/ Engineer) and as Dayworks.

Rates inserted for labour executed on a daywork basis shall be deemed to include wages paid to work people and for all other costs including relevant and necessary tools and allowances in connection with labour and for supervision, overheads and profit.

(PROJECT)

Page 26 of 28

Item Description UnitMeasurement & Payment Ref

P1 Compressor (working pressure 7 kg/sq. m) HourP2 Compressor (working pressure 3.5 kg/sq. m) HourP3 Concrete mixer (200 litres capacity) HourP4

Hour

P5 Concrete vibrator poker: Petrol driven HourP6 Concrete vibrator poker: Diesel driven HourP7 Concrete vibrator poker: Electric HourP8 Hour

P9 Hour

P10 Dumper trucks: Minimum 1T capacity HourP11 Asphalt/coated macadam spreader 56Kw HourP12 Asphalt cutter HourP13 Tipper truck : 16T HourP14 Tipper truck : 8T HourP15 Steel roller, 3-wheeled 10.5 tonnes dead weight HourP16 Rubber tyred roller, 1 tonne dead weight HourP17 Rubber tyred tandem roller, 3 tonne/wheel dead weight HourP18 Hour

P19 Motor grader, variable blade 110 Kw flywheel capacity HourP20 Dozer D8 or equivalent HourP21 Dozer D9 or equivalent HourP22 Mobile water tanker 4450 litre capacity HourP23 Excavator, 38 hp, digging depth 3.5m; HourP24 Wheel loader, 90 hp, toothless shovel HourP25 Backhoe loader, 90 hp, toothless bucket HourP26 Skid steer loader, 70 hp Hour

Equipment owned or hire rates shall include for the cost of maintaining in proper working order, attendance in starting up and shutting down, refuelling and all fuel power, oils, refuelling and all fuel power, oils, grease and cleaning materials, replacement and/or sharpening of tools, provision of tools and all other ancillary items, profits and overheads, including consumable spares. Idle time in maintenance or travelling to the Site will not be allowed.

Lorry mounted concrete pump (including boom, piping and pipe cleaning equipment), 50 cu. m/ hr minimum capacity

Mobile rubber tyred full circle slew crane, including all crane equipment: 50T minimum capacityMobile rubber tyred full circle slew crane, including all crane equipment: 25T minimum capacity

Tractor (crawler) with bull or angle dozer, 1000 Kw flywheel capacity

TABLE OF CONTENTS

REFERENCE DIVISION - SECTION TITLE

BILL No. 1 GENERAL REQUIREMENTS

BILL No. 2 EARTHWORKS

BILL No. 3 GRANULAR SUB BASE AND BASE COURSES

BILL No. 4 BITUMINOUS CONSTRUCTION

BILL No. 5 CONCRETE, STEEL AND STRUCTURES

BILL No. 6 INCIDENTAL CONSTRUCTION

BILL No. 7 STREET LIGHTING, TELECOMMUNICATION AND ELECTRICAL WORKS

BILL No. 8 DRAINAGE, SEWER AND WATER SUPPLY NETWORKS

BILL No. 9 LANDSCAPING, AND PLANTING

BILL No. 10 CONTRACT SPECIFIC WORKS

DAYWORKS

SUB- TOTAL

GRAND TOTAL

10% VAT ON GOL FINANCED PART (WHICH IS X%)

AMOUNT(CURRENCY)